20080911 Ver 1_Site Plan_20080707

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SITE TRYON RD,
VICINITY MAP
(N.T.S.~
PH,4 S~ 3
WAKE COUf~TY9 NORTH OWNER/DEVELOPER: R. KIRK LEONE
2903 CAMPBELL ROAD
RALEIGH, NORTH CAROLINA 27606
TEMPORARY WETLAND IMPACT (SITE # 1) ROAD CROSSING )SS1NG IMPACT SITE 2
IMPACT TYPE AREA LINEAR FEET IMPACT TYPE TYPE AREA LINEAR FEET
LOCATION (CH AND WL) (CH ONLY) LOCATION (CH AND WL) (CH ONLY)
#1 CH - - #2 CH CH 442 sf 139
#1 JW 0.06 ACRES - #2 JW JW 706 sf -
#1 NB - - #2 NB
NB Z1 7,606 sf -
Z2 3,535 sf
TOTAL BUFFER IMPAC R IMPACT = 11,141 sf
DRIVEWAY CROSSING IMPACT (SITE #3) TOTAL l IMPACT TYPE AREA LINEAR FEET IMPACT TYPE TAL IMPACT SUMMARY
TYPE AREA LINEAR FEET
(CH AND WL) (CH ONLY)
LOCATION (CH AND WL) (CH ONLY) LOCATION
#3 CH 421 sf 140 #2, #3 CH CH 863 sf 279
#3 JW 12,750 sf - #2, #3 JW JW 13, 456 sf -
#3 NB Z1 6,032 sf - #2, #3 NB NB Z1 13,638 sf -
Z2 2,490 sf Z2 6,025 sf
~ ~ D Oq 11 TOTAL BUFFER IMPACT = 8,522 sf TOTAL BUFFER IMP -FER IMPACT = 19,663 sf
STEWART - PROCTOR
ENGINEERING and SURVEYING
~,~N cA~o~,,
319 CHAPANOKE ROAD
SUITE 106 4' ti~
'4 . s SEAL ~
RALEIGH, NC 27603 34374
TEL. [phone] FAX [phone] • F p ~Q.•'~ ~•.~~~..41N~
ED [R@[RoW[R@
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J UL 7 2008
DENR • WATER QUALITY WETUWDS AND STORmwATER BRANCH
i

'RGHTOFWY Ia~NEr1A~L EROS~~~ C~NTR~~ N~TES 20' PAVEMENT 4 4 6' 6' 22' PAVEMENT 6- ~Y IMPERVIOUS COVERAGE
M A R S ONLY. o' ~ t' c PLAN SHALL BE USED FOR EROSION CONTROL. E SU f t 6' 6 r
" 1t' tt' ,~4' PER Ft, 1/2 I-2 g t 2" I-2 lie" I-2 15.17 ACRES x 43560 SF = 660,805.2 SF ° W
PLACEMENT AND LOCATION OF EROSION CONTROL MATERIALS pE r,~, vt / AND. DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM , , e"• ~e ~e ~ T~~ER~ 2:~~. 660,805.2 SF x .12 = 79,296.6 SF ~
TQ FIELD CONpITIONS. ~ ti' P~' 8 ABC Mq • ~ a~ 8" ABC d
..ALL CITY OF RALfIGN EROSION CONTROL ORDINANCES SHALL ~ cuT cuT s" Asc cuT~ MAX ALLOW IMPERVIOUS = 79,296 SF s ~
BE FOLLOWED DURING CONSTRUCTION. cut IN STREET 29,568 SF a
PRIVATE DRIV T S RVICE OT 5 AND 6 ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TD THE E 0 E L S IN PRIVATE DRIVE SERVING LOTS 5 8c 6 = 5,600 SF sITE TRYON R0,
RESIDENTIAL STREETS START `OF CONSTRUCTION. TYPICAL CROSS SECTION rREETS 79,296 SF - 29,568 SF - 5,600 SF = 44,128 SF
TYPICAL CROSS SECTION SEE EROSION CONTROL DETAIL SHEET FOR DETAILS, CONSTRUCTION NTS SECTION 44,128/7 LOTS = 6, 304 SF
SE UENCE SEEDING SPECIFICATIONS AND SEEDING SCHEDULE. NTS Q ,
CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO ENSURE
SEDIMENT LADEN RUNOFF ODES NOT LEAVE SITE.
VICINITY MAP
' WETLAND IMPACT R A EA (N.T.S.)
INTERIOR BUFFER AREA ZONE 1 ( )
®EXT RI R E 0 BUFFER AREA (ZONE 2)

ff
LEGEND
N/F R. KIRK LEONE
A BUILDERS INC, STORM SEWER PIPE
PIN; 0782-16-8485 100 YEAR FL000 LINE ~„r
ZONED: RR DIVERSION DITCH 1 ~P~~~~~
-sF-- SILT FENCE N~ N/F o~~o~ SITE DATA TABLE -PHASE 3
1 N AN H & K L E
JA S C, & MA IA LUSTE N INC. GRAVEL CONSTRUCTION ENTRANCE PI • 76 -1 9617 , ~ ~i'~P~~ -TRACT SIZE = 22.59 ACRES
1 MB Y S, LAPIERRE AILE S L G PI : 7 16-9048 PI :0782- ZO D: RR H A IN . D• / -AREA RECOMBINED TO 22 ACRE TRACT TO THE SOUTH = 7.42 f fr . -TRACT TO BE DEVELOPED = 15.17 ACRES
ZO : RR N: 07 2-2 0469 F 0 CUSTOM BASIN /
1 0 D: R R. EONE / - N0. LOTS/UNITS = 7
BUILD --rPr TREE PROTECTION FENCE 3 9 ? o7s2-ts- -AVERAGE LOT SIZE = 1.97 ACRES
FFE = 43.0 ? ' LIMITS OF DISTURBANCE y R RK r'f -MINIMUM LOT SIZE = 0.97 ACRES
1 ~ 7 BUI S C. x ~ x -AREA OFESTR~EIST(R/W) =11354 Ac.
813 sf a. PIN• 78 5-8767 1 , DISSIPATOR PAO s7 -DENSITY PH. 3 = 7 LOTS / 15.17 ACS. = 0,46 UNITS
tc~ 1.97 acs. ZO D: RR ~ f -~t- ' ~ x d ~ 2 s -MAXIMUM IMPERVIOUS PER LOT ALLOWED = 6,213 SF, d -TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7,$20 SF
3 cA cs. n M x x -TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7,820 SF
4 ~1 ~ ~ ~ cu ~
1 v+ 4 ,048 sf e~ ~ o 1 O ac 8 x 63' " r -ZONED: R-R WITH SECONDARY WATERSHED i~ i
•5 - S ATOR a ,619 sf DISS oR w - NOTE:
1 1. 2 acre 0 w r 16 sT H I THIS SITE'S STORMWATER RETENTION RE4UIREMENTS ARE
~ ~Q ~ 9 N EXEMPT DUE TO THE FEMA IMPACT RULE.
~ ~ ~ LEGEND _ SITE IS ZONED R-R WITH SECONDARY WATERSHED WITH
69 SURFACES MAXIMUM IMPERVIOUS N0 GREATER THAN 12~.
T Y TR CTIO T , , N/F ~ ~•a'CE EMPORAR CONS U N EASEMEN c ~ ~ ~ 6
BAI LANDI 1 ~ -PSE PERMANENT SLOPE EASEMENT oo r ~ HOA i
~ ~ ~ . x ~ 15 ~ / .1 i~ .o PIN• --UE PERMANENT UTILITY EASEMENT ? ,
~ i sra+
-~PDE PERMANENT DRAINAGE EASEMENT u~sY+ n ? 1~ ~ / i .o ? _GENERAL NOTES;
1 5 ?
~ / x r d ~ < N/F ALL WORK ANO MATERIALS SHALL CONFORM TO THE STANDARDS AND
v ~ ~0 X m 1 ii ,i PERCY COTTON HEIRS SPECIFICATIONS OF THE CITY OF RALEIGH AND/OR NCDOT,
< , 100' NE E DISSIPATOR PIN; 0782-24-0743 ALL REQUIRED PERMITS SHALL BE OBTAINED FROM ALL GOVERNING ZONED: R-40W
N ~ 5 VEA'B~ ° x FROM BANK ~ AUTHORITIES PRIOR TO THE START OF CONSTRUCTION,
r x~ ~ ~ CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION
50 1 0 RECOMBINED OF All EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION,
I L NE ~ I R L T THE SOt,~H CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING
15 X 20 TRANSIT EASEMENT ~ 4~ 7,42 A 22.00 AC. = ,42 A'~, UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY
t~ ~ 1 ~ d• ~ ~ ~ ~ i RY ATER CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEV~GES AS
~ ~ 1 ~ E 417.5 REQUIRED BY CITY OF RALEIGH SEDIMENT AND EROSION CONTROL ORDINANCE
- 41 ~ ~ l 5 3 s ~ E ~ ? ~ PLACEMENT, QUANTITY, AND LOCATION OF ALL EROSION CONTROL DEVICES AND
1 ~ 1 x 5 ~ , DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS
AB R
L R ~ l ~ ------A - ~ ~---ILO _ ~ - ~ / ~o
,6 a a X
18 1 20 120 1
1 N
~F N F / N /F / /F a x N/F /F LD D, VI TORIA WERE RIC
RONALD C, & GREGORY J. L D V, JR, MIC AEL W, & ~11C AEL W, & ~ CHA & S NON L. EATON PIN 07 2-1 03 F fS A C. BURN TE ~ IN: 782 15-0560 ONE : R 0 S L. VID L. WHITE
1 MARGIE SCHATZ JACQUELINE A. SEAMSTER D R EN C. MEO N THIMYS A C. BURN PIN; 0782-i6-0795 IN' -1 - 3 PIN: 0782-15-0964 < PIN: 782 15- 5' 1 P .0782 6 039
N T ' ZONED: R-40W ZONED: R-40W ZONED: R-40W ZONED: R-40W ~ONEO? R' 40W51 x * ZON : R W I Z007D? R 4 W85
-PRESENT LAND USE IS WOODED AND FALLOW, t \ 10' DIAMETER PIPE
STREETS WILL HAVE A 50 R/W.
- ALL CUL-OE-SACS WILL HAVE A 50 RADIUS 1
- ALL RADII AT STREET INTERSECTIONS ARE 28.5' - H L B CONSTRUCTED TO NCOOT CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AR SURFACE AREA STORAGE BASIN SIZE WEIR
ALL STREETS WILL BE PUBLIC AND S AL E T I TH V NT OF CONSTRUCTION SEQUENCE BASIN AREA (Ac.) Ac. REQUIRED REQUIRED STANDARDS AND/OR CITY OF RALEIGH S ANDARDS. N E E E REQUIRED PROVIDED L x W x D LENGTH
T TA DARD WILL PREVAIL ~ 1, INSTALL TREE PROTECTION FENCE. CB 1 9,26 0.60 1 069 cf 1D 665 cf CONFLICT, THE MORE STRINGEN S N # , 1D,665 cf 22,184 cf SEE DETAIL 23'
- T Y T WI L CONSIST OF INDIVIDUAL WELLS. 2. CALL ANDY GILLIAM TO INSPECT 516-2552 cB 2 0,50 o.so sos cf 944 cf WAERSSEM L ~ ~ # 944 cf 1,936 cf 44'x22'x3' 10' Ez~TlNCCaouNG - - _
- R YSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS. 3. OBTAIN GRADING P RMIT CB 3 2.10 0.50 908 cf 2,705 cf SEWE S WETLANDS E # 2,705 cf 5,476 cf 74'x37'x3' 10' 1,412 cf 2,916 cf 54'x27'x3' 10'
-ALL CITY OF RALEIGH EROSION CONTROL MEASURES WILL BE COMPLIED CB #4 0.89 0,55 999 cf 1,412 cf 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE PAD, WITH DURING CONSTRUCTION PIPE &1RIE0 2' f011 CONCRETE SILL TD Ag1AlIC LIFE PASSAGE YTNpN~INN NATT~Il1RAL
TEMPORARY DIVERSIONS SILT FENCE CROSS PIPES INSPECT BASINS AFTER EACH RAINFALL OCCURANCE - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH + + 100 YEAR FEMA FLOOD ~ ~ ' A$ PER N OCDOT STMIpAR~.
T10 RISER SEDIMENT BASINS AND OR OTHER MEASURES BASINS ARE TO BE CLEANED AS NEEDED DURING CONSTRUC N
OCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED DEPTH WILL INCLUDE 1 FREEBOARD - ALL STATE AND L AS SHOWN ON THE APPROVED PLANS. CLEAR ONLY ALL SEDIMENT LADEN RUNOFF SH B I T
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL 100 YEAR FLOOD. LINE ALL E D VER ED AS NECESSARY TO INSTALL THESE DEVICES, INTO AN EROSION CONTROL DEVICE TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
XT I LY FOR DESIGN OR QUANTITY TAKEOFFS. 5. CALL 890-3453 FOR ONSITE INSPECTION BY SHOULD NOT BE USE E ENS VE
' ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE STORM SEWER -PIPE CHART DI CONTOUR INTERVAL IS 2 DISSIPATOR DESIGN DWQ PLAN FOR SHEET 3B i INVERT SIZE
T HA E PROVIDED FOR ALL AREAS OF PLI PIPE TYPE DRAIN Q25 LENGTH OpE INVERT INVERT SI - DRALNAGE EASEMEN S S LLB COM ANCE. SL I 0 T OUT LENGTH WIDTH D50 LINING BAILEY'S LANDING
DRAINING 4 ACRES OR 4 LOTS AND SMALL BE SHOWN ON THE SIZE AREA CFS FEET y N U LE 6. BEGIN CLEARING AND GRUBBING OF SITE. MAINTAIN Ac CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER - FT FT
N FIELD VERIFIED DEVICES AS NEEDED. SUCH AREAS CAN BE DETERMINED AND HAVE BEE
BOUNDARY INFORMATION IS FROM THIS OFFICE. 7, ROUGH GRADE SITE. A 30" RCP 9.27 29.32 60 5,00 412.0 409.0 409.0 25,0 7.5 23" 36" CLASS 2 PHASE III 5 398.5 63.0 38.0 23" 36" CLASS 2 ~~~~,`,`~N CAAOI'~'~
ROAD UTILITY PLANS SHALL BE APPROVED BY C,O,R. CENTRAL ENGINEERING INSTALL STORM SEWER AND PROTECT INLETS WITH B (2) 10' RCP 460 1415 60 1,00 399,5 398.5 t /
PRIOR TO ISSUANCE OF PERMITS, OR RECORDING OF PLATS. SILT FENCING GRAVEL DONUTS, W/HEADWALL C 2 10' RCP 420 1292 60 1,00 403,0 402.5 ; 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ( ) 0 402.5 50.0 38.0 23 36 CIASS 1 t~ . F ! q
FLOOD STUDY WILL BE REQUIRED FOR THE ROADWAY. ARE STABILIZED COMPLETELY, CALL FOR INSPECTION W/HEADWALL • • 0 ~y ; SWIFT CREEK TOWNSHIP NORTH CAROLINA .Q a SEAL ~f
T R INE OF INTERSECTING BY ENVIRONMENTAL INSPECTOR. - THE MINIMUM CORNER CLEARANCE FROM HE CUB L % 34374 WAKE COUNTY p,LN, 0782-16-5306
STREETS SHALL BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF 10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS • 0782-15-2470
I WAY R PARKING SPACES SHALL ENCROACH SILT FENCE SEDIMENT BASINS ELT. AND SEED OUT THE CURB,. NO OR VE S 0 , OR PAVE ANY RESULTING BARE AREAS. ALL REMAINING s•FNQ,N~Q•a ZONED R-R WITH 0782-15-4379 SECONDARY WATERSHED
ON TMIS MINIMUM CORNER CLEARANCE. P HA AVE THE FULL WIDTH OF THE PERMANENT EROSION AND STORM WATER CONTROL DEVICES, = -ALL STREETS SHOWN ON THESE LANS S LL H = 4.0 ACRES STEWART-PROCTOR, PLLC
T i 0 FE T OF ALL STREET SUCH AS VELOCITY DISSIPATERS AND DENTENTION PONDS RIGHT-OF-WAY CLEARED AND GRADED WI H N 5 E ,
T SHOULD BE INSTALLED NOW, INTERSEC IONS. ' ~ ENGINEERING and SURVEYING
uu~ruuiTUr D~nuT TD~AAIf4(•C CLJr11AlAI AAI TLIIC DIAAI AI/1 f1gCTl~ll!'TItIAI CiCTLVGCA 14 IAIIJ(•AI UChCTATIl1A1 L1A(;` ?ClV111C Cf'TAOIIf'1J[•t1 l~AII C/10
1111MIN If1G JIVnI IRIMIYVl.L.7 Oflvnly WIN una rl.niv, Fvw ww.JIllwIw- -l II. VV"L-IN VLVLII-%IIVIN FIMJ OLI,.VIVIL LJIMOL10ILU, It-ALL I'VI\ fly UNAVANUKt KUAU 5UITE 106 1
T FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE ~ FEE AND B FINAL INSPECTION OF SITE BY ENVIROMENTAL INSPECTOR, 100 50 > o zoo LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED 12. OBTAIN CERTIFICATE OF COMPLETION RALEIGH, NC 27603 `-l TEL. [phone] FAX [phone]
TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
PRIVATE DRIVE INTO LOTS 5 AND 6 WILL BE ABLE TO SUPPORT 75,000 LBS. SCALE 1"= 100 DATE 05-08-08 SURVEYED BY JOB OWNER:
R. KIRK LEONE BUILDERS SCALE 1"=100' DRAWN BY
5832 CARRIAGE FARM DRIVE DWG, NO.
RALEIGH, N.C. 27603 PHONE # [phone] REVISIONS; 07-02-08 LK-TRYON3-PRE

- 44 0
- / N ~ 1 1 91J9N~YlI 1
0 ES. ~ )
- PRESENT LAND USE IS WOODED. ~ -STREETS WILL HAVE A 50 R/W. NOTE: THERE IS NO EXISTING IMPERVIOUS FOR TRACT 5 (RESIDUAL TRACT OF 5.36 ACI N/f
- ALL CUL-DE-SACS WILL HAVE A 50' RADIUS OF 5.36 ACRES) ~ ~ `1 RICKARO PRESLEY ~ ~ \ ~ ERNES7 ~ DORIS \ ' i ~ ` TRUELOV~FRESLEY -
r - AL I AT T T NOTE: ANY PROTECTED TREE MUST BE REPLACED WITH A RATIO OF 1:2. ~ r L RADI S REE INTERSECTIONS ARE 25 ~ '~D,B. 7799, PG, 120 ~ 1'~ ! B,M:,1988, PG. 839'•-
~ N -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA D ~ 0_ ~ ~ w ~ DEPARTMENT OF TRANSPORTATION STANDARDS \ ~ d+, ~ \ PIN; 0T84~24-8600 ~ ' ~ I -.1 \ ~ IONEDi RR_1.-• - l j '
~ ~ ~ -WATER SYSTEM WILL CONSIST OF INDIVIDUAL WELLS. ~ 'iN it r--~ _ _ _ ~ ~ ~
~ ~ -SEWER SYSTEM WI CONS T STORM SEWER -PIPE CHART Q I- LL IS OF INDIVIDUAL SEPTIC SYSTEMS. OISSIPATOR DESIGN , \ - 1
~ ~ Z Ui -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED PIPE TYPE DRAIN Q10 LENGTH INVERT INVERT SIZE
~ w WITH DURING CONSTRUCTION SIZ AREA F T SLOPE IN OUT ~ ) E CFS EE % LENGTH WIDTH D5( H D50 LINING ~ ~ ~1 ~ ~ ~V ~ ' ~
~ Q -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH Ac FT FT DURING CONSTRUCTION ' ~ ~ ~ T~ '~1 / ~ I , ~ p~7~ '
I TRYON RD. S.R. 1009 - 13" 24" CLASS 1 l ' ~ti ~ ~ ~ ~ ~ ' ~ ;
I ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED D 30" RCP 14.45 34,28 50 2A0 412.0 411,0 20,0 7,5 13" TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL E 18' RCP 2.65 1415 50 1,00 413.0 412,5 9.0 4.5 s" 6 24" CLASS B ~ I 1 f~ ~ / ~ r ~ ,
I - TOPO TAKEN FROM WAKE COUNTY TOP OGRAPHY MAPS AND
~ SHOULD NOT BE USE EXTENSIVELY FOR D ESIGN OR QUANTITY TAKEOFFS, I -CONTOUR INTERVAL IS 2' 11 .a c. f + ' , ~~J~ 1~ ~ ~w ~ - RESIDUAC'`fRACT,~IZE 6.8V AC~RE$ ~ + + + ' ~ ~ , . t ~ + + , + t
- ALL WORK AND MATERIALS SHALL CONFORM TO -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS T T
DRA 4 HE S ANDARDS AND SPECIFICATIONS OF WAKE WING ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE COUNTY AND NCDOT. THE CONTRACTOR l Ln ;M ~ d',d''~ t ~ A 1 ~ , A I ~ t t t t r`t t ; t
~ T CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER H T S E S ALL OB AIN A COPY OF THESE STANDARDS
BA LEY~S LANDING SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED PRIOR TO CONSTRUCTION, - BOUNDARY INFORMATION TAKEN FROM SURVEY BY THIS OFFICE. ` 1 + t t t + + j j i i ~ 1 ~ A ~f-...-----~ ' ~ ~ ~ ~ '1 ~ ~ ~ A ~N/V ~ -h t t ~'t t I t t
PHASE 4 _ NO LOT SHALL HAVE DIRECT DRIVEWAY ACCESS TO TRYON ROAD ,rl I ~ 1 ' i I 111 :`I \h, G I?~'`" , + + , + t t ,'F + + ,
- LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE ~ i ' ~ ! '0.Q` r~ ~ ~ + ~ + + + + + t
VICINITY MAP RECREATION ORDINANCE TO BE MET VIA FEE IN LIEU. - NO FLOOD STUDIES WILL BE REQUIRED FOR ROAD CONSTRUCTION PIPES AND EROSION CONTROL DEVICES MAY VARY ~ ~ 1 i ~ ~ ' 1 ~ ~ ' ` I ~ -H tit t ~ + i4' t t
~N.T,S,~ TO BETTER CONFORM TO FIELD CONDITfDNS. - OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOA, 128 , J 2131 I , ~ , + ;t t t + +
- NO PROTECTED TREES WILL BE WILL BE REMOVED WITH THIS CONSTRUCTION. '1 ~ +~I r ~ j + +i tl - + + + + rn+~o
' RIGHT F WAY 546 2550 ~ ~ X554 i~ ti +~.t~,~ + ` `ma'r` % t ; + + + ~ + ' ~ ~ 1 + fir . + t t ~
8. 20' PAVEMENT g' 6' CL
10 10' ~ ~
1 i NOTE: ~,,pt" r>ES R, /2 SA T " ~a tt. PFR ~ LIMI S OF F,E,M,A, 100 YEAR FLOOD HAZARD AREA BASED LEGEND
t ~ ~ 2 ON F,E.M,A, COMMUNITY PANEL # 3720078200 J 1 / ~ ' ~ ~ N i ~ ~ +l + ~k~ ~`k. -h r~ + t t,-''t t ,'fit + } t t t t w t t
P~ DATED MAY 2, 2006, 8" ABC CUT NOTE: A ~ / ^ ~ ;r/ ~ ,'~~~t t t\fv.,± ~t t f+'' t t -'t t ~ t t t rF t ~ t ' / % , ~ ~ 'tit + t ~-F t ;F'` t t + t + t t + + it t%I ~ ~ + +
STORM SEWER PIPE FILL j ~ ~ ~ , + ;4 + +11 +~I ~ + + + + + + + + + +
RESIDENTIAL STREETS TRACT IS LOCATED IN THE RURAL -NON CRITICAL AREA OF THE SWIFT CREEK LAND MANAGEMENT PLAN DIVERSION DITCH
AND IS LIMITED TO 12% IMPERVIOUS SURFACE COVERAGE 4~, ' ~ d : d' --i~ t-~•~~ ;M' , ~.OT.Fa9 + + 4 + i + + ;ll + t~ ~F+~ -f" t' -t +
TYPICAL CROSS SECTION WT T -sv- SILT FENCE I HOU STORMWATER DEVICES AND 30~ IMPERVIOUS ~ .'cuf0 ~ +~9+ ~ ' t--'~ ,-t'' + '~~PEWI SP-~+CE+ + I + t + ~ + + + + + + t~ v~'~~,`'t t ~ t t t t?; ; ' , o(~ t - - + + BAIL~Y'SSEANI~ING+ ~ + ! + ~ t + + + ~ ~F ar+-,.•r'~+ +
NTS WITH STORMWATER DEVICES. J ~ ± + + + + + . + + ~ ~ + + ~ + + III + + + + ' ~ + t + t + + + +
GRAVEL CONSTRUCTION ENTRANCE _J ,i'' ,'4 + --~~~?f t,.-f + + ~G+S~2+0~4-2~086t t''i,+i t + t + ~ ~~t + +~t t + + ,t-', i', + + + ,~F.-'+' + f-%'+ + + + ~ + + + + + + + + +`~Qlcr + + + ire t +
+---~i="`' t' t ~~F' t t t t+ t + t t t t 1~ t j',+ t t ~ t ?f~ t t t,~'+;.-'1'•
Q CUSTOM BASIN _ % i'- .-F t ~'t t t ; ' t.~"~t t t ~'F t t 4; _ t t t t t t 1+ i ~ , ~ ! t t t
~i -~PF-TREE PROTECTION FENCE . ! ~ I ' t,.' t b'' t + + + + + + + P + + t t + i^"t t 1 t 1 ~t • + + t + t ~'~'t {~!T r ~ ,t'~ -t + ,.~h'~ t + ; ' 4~t,~'~ + + + ~ ~`~C~+ + ;~~4 . t~+ f + + + t + 1
I I ,it ,.k' +%'t + ,fi'''t f t( t t t t +,/f + t t', + t + t t t ~t 1`-F t t t ~~~t~it + ;'t/ + ,#~t~ + +
N/F T ~ , a LIMI S OF DISTURBANCE , % ; R, KIRK LEONE l ~
BUILDERS INC. ~ i + t ~t + ~ .yr M t' ,A,~ t t t t t ~t - _ . ~ ~ ? + t t + t
, PIN: 0782-16-8485 DISSIPATOR PAD , i ~ + +I t ^t / + V` ? -i'~`' t_a~=.,~ ~:9i„'?" ' ~.;..f - ~!FZ~ i' -'~1 ± ~i ~ t t # ,.~M~~ ' ~ t + t t r~ t + ~.F t t t t t + + ~ + : 'f¢, " + + + + +9b + + + + + + + + + + ;a~'- f'-- + + + t ~,t--~- t t\ ~ y I `~'y`~-'' t ~~Q F~000
, ZONED: RR '
N/F N F 1 /
1 N/F ANTHONY & R, K RK LEONE . ~ ~ ~ t.' t t + t t t t t t + t t ? t t t t $ , ~ - ~~",ir- f, ~ _a ~ p } t I ,
.JAMES C. & MARIA LUSTER BUIL RS INC, / '~1~~~ _ ~ PIN: 078216-9617 ~ ` N/F . ~ , ; 4 + + ' + + + + + + + + + + + + + + + + ,;~t' .g~-'+~I .t''/ ; -i,jOE).`4E.P.E~-• - ` ~ ~~F1 I + i+ r 4 + ,,~h + t + + ~~fa t + + + + + + + ~r -1•_ ~ t~~ ,fit' 1+ * , C------
_ 1 ~ i ~ ~ KIMBERLY-$.-t~P(ERR~' LL ~ ! ~ 1 8 'ILEY S A DING `J?IN: n- 16=9048_' - - 'LA ~ ( ~ ;'PIN: ~}~82-17-9040 ~ / ~ 5 ~ HOA ONED.~'RR., - Q4 ~ , * ~ + , t''' t t + t t + ??t 49 t + t + + t t + ~~-~%i' t ~ i 5 - I •1 ~ \ ~ \t\~ tj ~ ` ~ , t'''+ + + t + trrt +Z t + + + + + t t, ; +,,~f% + ~ ~ ~ ~ ~ 1\ , + ~ i ~
~ - I ~INt 0782- -0~'6 --•-iT/F a. ~ - ~ FEMA ~a6 YR,.FL'(fibD_ L11t~4T --1-------- ~ 11~'`+ t
1'+`'` > I ( / _J 7 ED:~ ~ ~•-R.-KIRK'LEON • ~ - ~ + ± + + t ± t + t 1+ t t t~ t + + + t t -~--t: ' ,~t,?~~~Ilt 1 ~ I~ i'- ~l'~ ~ 1 ~1'``~I~, lj~ 1` ~ I f~~'v t ~ - I` ~ t. t ` 1 i
~F + ,,`h t i'~' t t t t t t t t ~!1i=;;~i`;,~~I' ? --r..-__- \ \'h 1
+ ~ + -1~-897 + + + . i ' ~ -O , y I + ~ ;t + + ZONE + + + + + + + + + t t t t t I~ i' ~ 1 l ~@ V 11 1
~ ; r'~ i '40,10,0 ~f I ~ i~`~ ! ~ APPROXIMATE LOCATION
~ ~ , ~ I 1 - - ~ , , ' 2 85 813 Sf + + -~----f'"+ + + + + + + + + + + ~ + + ~ ' ~r ~ t ~ 'O' ~ I 00 s ;r 1 i t+t i ~ I N~USE RIVER RIPARIAN BUFFER 1_ ~ f 8, 3 Sf I I ~ ~ 'l ~ ~ \I ~ ` I ly~{ ~ ' S0' EACH SIDE OF CREEK + + r' + + + + b+ -',~RM . ~ ' ~ ~ ~ MFFE ~ 394^,~~', pti~, ~ ~ I ~ ; ~t, ~ I
~ ~ , »rAp ~ _ - + r~ + t i t + + + t t ~ ~ ~ A~ i ~ ~ ~ / ~ ~ ~ I, ~ i , ~ MEASURED FROM BANK OF CREE
+ + + 1j----+-----_- ' ~,TSTDRMWAT R i I ~/j~~ I ~ I G,G S ~ , ~ ~ \ \ ~ j ~ ? + t + + fi~"± " - ' DEVICE. ~ i ~'i ~ ti, ! I
+~j ~ + + -i - ~ ~ ! E SET ~ IL) i i ryi ~c~% ~ ( ~ ~ ~ I\ i 1 , ,
~ ~ ~ ~ ; ~ 48 0 8 ~ sf --~1-~ I ~ , -^ti 1 + + + + + + , + + + + + +----w--+--_t + + ~C, + + ~ ~ , 4 , - vii , _ -T ~ ~ i 1, ' , ~ _ _ _ ~ ~ ~ i J,7~ - ~I I , ~ t ' , + t-~ +''.N/F C' 1)BEN SP~CE~ ~ ~ ~I I ~ ~ ~ ~ II ! I ~ ~
r~ I 1:10 ! a s, ' ~ 0 ' ~ ,619 Sf , ' i ~ ,DISSiPA70R PA9 ~ 1f ' , ~ - D+ + + + + + +8 d + + + + ~ ~ + t-•"±.•-~- sf ~ , ~ ~ , + t-''±-•'!r''t-' -''0.8.)463NPC.~297~s-- RM~WA ~ ~ I ~ v I i ~ ~i i
1, 2 acres, ~ i ~g~ ~ ~ w - * ~t , _ ~ h, -,,I',, P1N.078?r15-6375 i~ ~ ~1 I~. I`~ ~ ~j , z~+EO• R-aoW ~A~ aGE~IENT'; ~ ''S~ 1 ~ a ~ 1,1 ~ t
, \ i ~ ~ % ~ r•' + + + $AIL~YS+LANDINS + + V _ + , ' 'fi ~ ~ ~ ~ 1¢0,',47$ s{ ' 1 ~
RSA- 'i- - I;rdC - _ , . J' \ / . U U , - - - ~ ~ - A r---' - ' , , N ~ ~ ~ i ~ ~ ~ ' 69~, \ ; A \ ~C,~ 1 1 FIPANCIS W. ' _ _ ,I 11 r ' ~ ~ ' o,oao's ,t ~ 11 PAR~(NSON HEIRS ..11 I vl , i~l n~~ , ~V, I` ~ 1531-E
'i _ I ~ ~ %i, ~ MFFt,E X94;2 ; ~ ~ N 1 WIL ~ ~ ~ ~ ~ I,, ~ 1r~ f, r,' ~ ~ I ,A~ , y~ V A 8394, PG. 21
- - - ~ - RR , ' "~10'.k'"l0' SIGHT - r ~ 87 . , . TkIAN r' I ~ I i i ~ ~ I ',I '~1 ~ ~ ~ ~ ~ ~ 1 1
's'cwf,~iAycxE-E~A E IC R ~ IL~YS ~D ~ t-'+ ~i' i' 556-' 3.-~ - ~ I ~ ~ ~ I .I ~~V ` ~;,A~~ ` ~'F. 1 `,i I ~ ~ ~ / ~ / I ~ 1 i , ~ ' i ,10` k' SiCHT', I 4, ~ , 1 ~ II ~ ~
15"I / ->'F' ~•----~1 ~ ~ ~ ~ - • ' ,•OP)iN~SPAC,E ~•'1. ? ~ PI -891 -
, " 5 ~ . , , ~ ) ~ Ali``
` BASIN _ 'o ~ ~ I \I ~ ' ,
, • ~ i ? ~ - ~ - _ _ _ I ~ y ' % i 4R,~1$~s{----------•. I• `I ~0,0~0 s'( li 1 - .-14 - ' 14$}~ ~~''.,r~il~ i'~ ~ ~ ~ 0.000 s ~ ~I I; O.OD s \ ~~\A ~ ~
~
TOP OF ANK ~ - B ~ i - , ~0, _ _ ~ ~ ~ ~ \ li~~\ MES F. WHIT - r ~ I I ~ ` ~ i ~ gs'.-' /--l _ - - ~ D:B. 1365, PG 250
. r. 1 ~ ` I - - - - - I ~ ' • , T ' . ~ sroM ' - ,t 1' --L- `~I ~ l i ~ , f 212, -
~ 7 f _ - r
~----1 I ' ~ ~1- - - ~~~~'h` I'~ ~'d 13' ~ UBLIC~~ ~~7 '1
C 'I i - ~ - ; I _ _ --T-- I ~ 11 ~ 1 ;I ! ~ ( .I ~ -'PROPSED ROAb, L-2~ 7~~' '(RE VEGETA',TI~N
i - - LOT L NEI i ,r` I ' ~ ~ I j , 1 I ! it ~59~22~ ~ I '~I ' , ~ ~ I I ~ ! j~, ~i i /'60';4R~,INAGEVPAY
__I-_ --r-- 15' 20' TRANSIT EASEMENT ' I , , i ; I i , / , ' 1 - -1 _ I"~ ' I ° s ~ ~ SITE DATA i I - II ~ 2 , I ' ; ~ ~ ~ - ~ ~,i ~ B~rFFE~ , - - - TABLE -PHASE 3 ,
~r--•-•-35' 6' I t ' M•»~ ~ t t°~r."'-----°~ ` ~ I i '7 ~ II; i I I - 1 _ " 1', a~ , - mil„ ~ ~ ? ~ I ~ ~ i I ~ N --F~ / II ~ ~ I 4 355' sfi I ~ ~~I I ~ ~ ~ , ~ ~ I I~ 'I ' ~ '~w/~ M ~ - _ -TRACT SIZE = 22.59 ACRES
~ ' poi r,-''~ . ''`~1FFE - 418,l;,, I I . G•- ~ _ " \ ~ ~ 4; f' I f f I ? 47640 s{ I ~ I ; o,oo a ~ ~ ) I / ro' _ -AREA RECOMBINED TO 22 ACRE TRACT TO THE SOUTH = 7.42 I r ~ o, ~ ( ! -TRACT TO BE DEVELOPED = 15.17 ACRES I I 0.000 s i I' /1 ~1+r / i ,N N 1
e` ~ ~(lr,^:'. ~ ~ EI ~ • '~.,.a. I, ~ l 5 3;2 S I ~ 1 ~ -•'1•• I 41,674_sf t 1/2" SFp,5A SUPERPAVE ASPHALT ~I ~~,l~m' I~ 1 ~`I _~-T•i-_'MF -=--x:17.5 ~ 2~ d~CS.I pl 4 ,013 Isf 1 ' 40,049~sf " - 41,674_sf I II ,'I I i ,j / ~ ,;i~ , l / j - N0. LOTS/UNITS = 7 ~ o'k'BUIf:Dwa~ SST®ACK ! , ~ AVERAGE LOT SIZE = 1.97 ACRES
Q I' I 1 1 1 - I ~ ~ I , 5E0710N MA ~ ~ ~~,J''~ ~ , , a- -1" 422 ~ ~ I i ~ i 1 , . I ~ ~ `y ~ r' ..1---- _ \ 1t ~ i i I .I I ; ~ I ; 1 0,000 9 j o,ooo s `I I ~ I 'WpTER'S~/PALY' ; / /~f;;' ' ~ N/F -MINIMUM LOT SIZE = 0,97 ACRES
1 1 5~ I J.V~+ a~ ~i I I ~ i 'll , 0.000 's ~ i ~ ~N 1 ~ ; ~BC11J,.l3ABL~ AREA I ~ ~ h ( I , o, o s l I ,k~ I I~ INJA~R5HE15 ~ i ! ~ ~ % JAMES F. WHITE
1 ' ~ M~ o , r , V 185, sd,~#: ~ - p I I / I I , SYMMETRICAL CUL-DE-SAC } , . ' ; ' _ _ \ ~ 1 I L _ ~ _ I ~ ~ I I ~ ,I , ' U' i ' ~ D.B. 10354, Pc aso -LINEAR FEET OF STREET = 1,344 ; L___ L~____ ~ I ; J~' f,i ~ ,a ~ / -AREA OF STREETS (R/W) = 1,54 Ac,
:.WITH NO CURB AND GU ER _ _ - NTS ~ ~ ~ I 1 -`------~2t :~----------T f- ~-±=1- =;,'__l : _C_;25 _ DENSITY PH, 3 = 7 LOTS L 15,17 ACS. = 0.46 UNITS
- - I 159'; L, ~ ~ I ~ ~ ~ ' ' _ 1.42 ~ ~ ; ~ , ~ - ~ ~ ~ ~ ~ 125, 22' ' ~ ~ , ° " ~ ~ ~ ~ ~ MAXIMUM IMPERVIOUS PER OT ALLOWED = 6,213 SF, t ~ / ~ ~ ~ 1~ ~ ~ ~ ~ ~ -TOTAL SQUARE FOOTAGE OF I _ -
_ AI - - - \ ~ ~ I .139,97 48.07 ~ ' J,'~11 2~.'~ , " MPACT ACROSS BUFFER - 7,820' SF• ~ ' ,72,7 ; -TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7,820 SF
~ ~ - I 1 ~ 1Y/~ ~ 1 NOTE: ' ' ` ` '%;~-'R N'AL4-C; ~ \ \ i ~'ti C AUDE~ V JR ~ & I N/F~ 9 ~ .C~EGOR`~ ~C ~ V ~ ; ~ j l i MICHAEL W, & (MICHAEL S. ' 'N/F , ' RONAL© 0;' & 14CTORIA WEBER PRtiCEi -ZONED: R-R WITH SECONDARY WATERSHED
NO DETERMINATION HAS BEEN MADE ,.~fARGIE sc~+AT~ _ - ; DoREtrN',c,'~ME~uN " JACQUELINE A. S~~AMSTER'~ ~ \ ~ 4 l ; " _ ~ ~ ~ 1, THIMYST C. BURNE~TE ~ ~ PIN: 1 (MICHAEL S. &;SHAN, ION L. DEATO r ~ J PAN: 082-15-0351 J ~ :~y~~' 2,~' TREE VEGETATION ~ PIN: x782-1,5-0560 ( ~ ~zONER; R-40W Y'~ igND PROTECTION ZONE
BY THE SURVEYOR AS TO THE ~ ';',~'FIPt: 078 =16-0795' , _ \ ~ ' , ~ ~ I pIN; 082;-1$-d964i ; , ~ - PIN; 0782-96-033 ~ , , ~ : ~ ~ ~ SIN: 0~ 82-15-0'f51 ( ZON z°"~°: R~'~ow ~\~P°o~o~ SITE DATA -TOTAL -PHASE 4
EXISTENCE OF THE FOLLOWING - zoN~ '1~,4nV'{~., , , , , ~ ~ \ ' . ZONED: R-,4(1W I , , ,1
- TAN S WE L D ~ ~ryi -TOTAL TRACT SIZE = 22.98 ACRES
-UNDER GROUND UTILITIES ~ o,~~°, -RESIDUAL TRACT SIZE = 6.81 ACRES J~PQ~,~o~ -DEVELOPED TRACT SIZE = 16.17 ACRES
UNDER GROUND STORAGE FACILITIES
- CEMETERIES. OR BURIAL GROUNDS - OPEN SPACE = 1,50 ACRES - N0. LOTS = 11
WETLANDS ;,1,, , t,, - HAZARDOUS WASTE 1,, -AVERAGE LOT SIZE = 1,36 ACRES
, CAF,O, „4~.~ .,c'~, ~ CAF,O; -LINEAR FEET OF STREET = 1605 ~2'(,..,, ~ 4; OWNER:
BUILDING SETBACKS + 100 YEAR FEMA FLOOD .;raa°,o~ o^;~:q .>~,~E~ai°^~',,q RKL OF NC LLC -AREA OF STREETS = 1,75 Ac.
WAKE COUNTY R-40W SuAL PRELIMINARY PLAT. NOT FOR RECORDATION RALEIGARN'CG2~fi 3M °R"~ - MiN DoT sizE PROP s~o 4400 oSSF SuAL
. ~ 2024 100 YEAR FLOOD LINE 2 ° 22024 w SALES OR CONVEYANCES. PHONE ~ [phone] -MIN LOT WIDTH ALLOWED - 110 FT
HATCH AREA DENOTES FLOOD HAZARD SOIL FRONT 30' SIDE 1 > c Q-:'' A5 ADJUSTED WITH TOPO. 5, ~:~"~ciri~`~ c~~ ~ ~ SHEET 2
REAR 30 1 ~clri~ DWO OVERALL SITE PLAN FOR i,i I I ~ STEWART-PROCTOR, PLLC
~.I_i
' e ~ / nr,-nr,r . nn~ unu in . ni in Hain nrn. aT e-nn i nrn n~mn uuT~. ."i .L Ti it n, iu nrn l `i1 ~jQ ~ /'V~ ENGINEERING and SURVEYING ,a , _ _ _ _ -
otrvmt IM UVRgNli A 13UILUINIi r'LMMl l rUM LVIZ> MAMNLU M IM AN T , int GUILULM ~v
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY NOTE: NVIRONMENTAL SERVICES.THE BUILDERS ENGINEER, ARCHITECT AND/OR SURVEYOR THE ROAD SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE STUB ROADS THAT 319 CHAPANOKE ROAD SUITE 106 UAILL r S LANDING 3 a 4 RALEIGH, NC 27603 LOT BY T
AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. 100 56 100 200 ARE INTENDED TO BE CONNECTED TO THE ADJACENT PROPERTY AT SUCH TIME THAT THE j~ A THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE PROPERTY IS DEVELOPED. THE INTERCONNECTION OF NEIGHBORHOODS WITH A TEL. [phone] FAX [phone] LOT SUBDIVISION
!A r6t~ DATE 04-24-08 SURVEYED BY ACAD JOB
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT S WI H ROAD AGENCY FEMA 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY NETWORK INSURES THE EFFICIENT FLOW AND DISPERSAL OF TRAFFIC AND PROVIDES FOR SCALE 1"= 100 F SWIFT CREEK TOWNSHIP NORTH CAROLINA
WAKE COUNTY AND/OR F.E.M.A. ADDITIONAL POINTS OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES. SCALE 1"=100' DRAWN BY MLS LK-TRYON WAKE COUNTY P.I,N.
DWG, N0, 0782-16-5306 (PART) 0782-15-4379
0782-15-2470 0782-24-0743 REVISIONS: LK-BAILEY-4 ZONED R-40W

,.,,.~~.N _...~~.M.....~~:,...:~.,..,~
0' RIGHT OF WAY
IMPACT SITE #2 22' PAVEMENT TE #2 TEMPORARY MATTING SCHEDULE
6' 6 6 6 10CATlON, QUANTITY, AND PLACEMENT OF DRAINAGE , cL ~~~x LINEAR FEET t 1 11 PIPES AND EROSION CONTROL DEVICES MAY VARY EAR FEET OF STREAM 139 LF sTA, 10+40 LEFT SIDE L-1 TO STA. 16+00,21 L-1 INV, PIPE A
RFi, i 2" I-2 STREAM IMPAI ZEAM IMPACT AREA .01 AC, STA. 16+00.21 LEFT SIDE L-1 INV. PIPE A TO STA. 17+69.99 L-1 INV. PIPE B
~ ~ TO BETTER CONFORM TO F1ELD CONDITIONS. (WETLAND IMPI ,PER ft, Pfi4 R~ .1 ~ ~ 2. tLAND IMPACT AREA ,02 AC. STA. 19+26 LEFT SIDE L-1 TO STA. 17+69.99 L-1 INV. PIPE B
o. ~ P ' INTERIOR B a, , UFI ERIOR BUFFER AREA (ZONE 1) 7,606 SF STA, 21+77 RIGHT SIDE L-1 TO STA. 20+03 L-1 BEGINNING OF ENKA MAT
8 ABc cuT CUT ALL WORK AND MATERIALS SHALL CONFORM TO ®EXTERIOR BUF rERIOR BUFFER AREA (ZONE 2) 3,535 SF ~ ~-2 STA. 10+91 LEFT SIDE NATIVE DANCER DR, TO STA. 12+12.20 INV. PIPE A
THE STANDARDS AND SPECIFICATIONS OF CITY P~ sra. 18+45.23 L-1 STA. 10+46 RIGHT SIDE NATIVE DANCER DR. TO STA. 12+12.20 INV. PIPE A
OF RALEIGH. THE CONTRACTOR C-1 Q = 57'33'18" R = 275.00'
RESIDENTIAL STREETS SHALL T I A T OB AN COPY OF HESE STANDARDS P! STA. r5+33.20 [-r 7 FOR TYPICAL CROSS SECTION PRIOR TO CONSTRUCTION. ~ = 13'49'46" SEE SHEET ~ T = 151.04' ENKA MATTING SCHEDULE (PERMANENT)
R = 300.00' NCER DR. ~ C 276.24'
NTS NATIVE DA T = 36.38 IC RAW CUSTOM STA, 20+03 RIGHT SIDE L-1 TO STA. 17+69.99 L-1 INV, PIPE B
L = n.ar' S0 PUBL BASIN 4 IMPACT SITE #1 #
LINEA T - RFEE OF STREAM , 38 X 63' 1 CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA STORAGE BA51N SIZE WEIR
STREAM IMPACT AR _ 7.5' x 25 ~ DISSIPATOR PAD 11 BASIN AREA (Ac•) Ac. REQUIRED REQUIRED PROVIDED L x W x D LENGTH
EA DISSIPATOR PAD WETLAND IMPACT AREA 0.06 ACRES i ~ CB #1 9.26 0,60 1,0$9 cf 10,665 cf 21,756 cf 14Tx74'x3' 23'
~INTERI - 4 OR BUFFER AREA (ZONE 1) 2 ~ CB #2 0.50 0.50 908 cf 944 cf 1,936 cf 44'x22'x3' 10'
' AVEMEN GUIDER q ®EXTERIOR BUFFER A - - _ • CB #3 2.10 0,50 908 cf 2,705 cf 5,476 cf 74'x37'x3' 10' ` CB ~4 0,89 0.55 999 cf , 1,412 cf 2,916 cf 54'x2Tx3' 10'
REA (ZONE 2) x~on+ ~H ~ ~ 16 00 _r---- I~
o D rn ~ Pu9~~ SITE ~ • ~ 1 INSPECT BASINS AFTER EACH RAINFALL OCCURANCE p ~ BASINS ARE TO BE CLEANED AS NEEDED
~ o .t ~ # -s.oez +en ~ 15 y L DEPTH WILL INCLUDE 1' FREEBOARD
\ 3 S,~ 1' ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
'"~T '?s~ ~ ~ \ --NSF ~ ~9 1 INTO AN EROSION CONTROL DEVICE
SHOULDER SECTION ~ 0 ~ ~ o \ AO ~00 STORM SEWER - PIPE CHART
Z 1 ,:.r.~:p :•::~:i:r:~: DISSIPATOR DESIGN PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT SIZE
DRIVEWAY TURNOUT GRADES ~ ~ `a : O rn F ~ ~9k9 SIZE AACA CFS FEET % IN OUT LENGTH WIDTH D5D LINING
o FT FT QG p
00 LEGEND ~ ~ O A 30" RCP 9.27 29.32 60 5.00 412.0 409A 25.0 7.5 23" 36" CLASS 2

A STORM SEWER PIPE. ~ rn n~.:.:::::~ C ASIN #2 W/HEADWAOL RCP 460 1415 60 1.00 399.5 398.5 63.0 38.0 23" 36" CLAS5 2 S a o W HEA2) 10' RCP 420 1292 60 1,00 403.0 402.5 50.0 38.0 23" 36" CLASS 1
00 ~
DIVERSION DITCH o / DWALL
-sF=-- SILT FENCE ~ ...~F
~ oo F " 15' STREET
GRAVEL CONSTRUCTION ENTRANCE o ~ E S . ~ ~ TREE YARD
f, ~ Q ~
f, . F 0 CUSTOM BASIN ~ h F
S E ~ ^ F ~ 0 2' 0
TREE PROTECTION FENCE ~ v; ~ J II 100' NEUSE o r ~ CUSTOM ~
LIMITS OF DISTURBANCE ~"v ~ - ~ ' RIVER BUFFER m ~ ~ 38' X 50' BASIN #3 ~ Z ~
FROM BANK z9 x N ~ ~ DISSIPATOR PAD ~D ~ / ~`~2~00 e
DISSIPATOR PAD 50 , i ~ o / / .
m aN~- / zN a
100 NEUSE
RIVER BUFFER ~,~e ~ ~ ~ p2
FROM BANK 50' / 4' 20' PAVEMENT 4,
W ~ CL Q -•-10~---1 Q'
. m I
N .f-30' ACCESS EASEMENT + I • ~ ~ PER t T~ PFR ~
IMPACT SITE #3 ~ J
LINEAR F ET OF STREAM 140 LF 6 I ~P~F 8" ABC CUT CUT ~
STREAM IMPACT AREA .01 AC.
WETLAND IMPACT AREA 9 y~.~ 2 AC. PRIVATE DRIVE TO SERVICE LOTS 5 AND 6
~~INTERIOR BUFFER AREA Z 1 6 032 SF (ONE ) > 7 TYPICAL CROSS SECTION
EXTERI R ® 0 BUFFER AREA ZONE 2 2,490 SF PVI STA = 21+95.06 NTS
( ) PVI STA = 11+86.75 PVI ELEV = 428,49
_ PVI ELEV - .
434 ~ A.D. _ -5,66
co A. = 3.50 K = 45,96 10' DIAMETER PIPE
a~ 432 K = 45.71
W PVI STp PVI STA = 18+95,01 v, 260,00' VC
PVI ELE' 430 m 160,00' VC PVI ELEV = 415.42 ui m
A.D, A.D. = 5.36 + N 0 o a
v K= K = 46,67 N m w EwsTWC cRauND
428 09' ° ~ co o a ~ >
+ N ~ 250 250.00' VC w m
426 ~ ~ z ~ I PIPE BIXi1ED 2' fOR CONCAEiE Sell r0 U > AOUAi10 LIFE PASSApE MAWTAW NANRAL
1 N U F N r O t0 W ' AS PER NfAOT SiANDAROS~ W
424 ~ w w No ~ +
,a a ~ z
422 ~ ~ - 1 - Q w U > ~ ~ i
L GR p v to w m i ~ i
420 E o -1.009;
/ ~
41$ ~
i
416 _ - - - E.G ~ ~ a
o i \
414 ~ \ - i \ < ~ ~ i a F ~ = UTILITY INSTALLATIONS AND OTHER PUBLIC
~ ~ a FACILITIES INCLUDING SIDEWALKS ANO HANDICAP ~ o ~ N o RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
412 r ~ . + ? N N o AS SPECIFIED BY CITY CODE. THESE FACILITIES
~ Il w _ , . \ . . ~ \ .p N z o N Q HAVE BEEN APPROVED BY THE CITY OF RALEIGH
410 ~ \ pN~ \ ~ ~ ~ ~ a ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE
O / ' ~ N } Z ~ N iS AUTHORIZED BY WRITTEN APPROVAL, PUBLIC ~ J m J SANITARY SEWER EASEMENTS ARE TO BE RECORDED
O~ ~ \ 408 a PRIOR TO FINAL ACCEPTANCE.
odw \ 0. V1 W , ~ m m TRANSPORTATION SERVICES
IPE B - DOUB 10 RCP 406 ~
J PUBLIC UTILITIES
I V. OUT = 39 5 404 = CONSERVATION ENGINEER
ENGTH = 60' 402
ISSIPATOR s i~ rnoi~ M TAW NATURAL . PLANNING s AM rADTe ~ CAgp ~i~
a = noE euRCO s' roe 400 - ' AWATIC UFE P
3~ CLASS 2 S ONE ~ y 's ROADWAY PLANS FOR
398 SHEET 6 • =
BA/LEY'S LAND/NG .
396 ~N"'~~ PHASE III
394
SWIFT CREEK TOWNSHIP NORTH CAROLINA
392 WAKE COUNTY P.I,N• 0782-16-5306
DATU,if ELEV
890.00 0782-15-2470 ZONED R-R WITH 0782-15-4379
N tGt~D M d COO ~O O~ Mn Nr COQ N~ N~ ~ r r r O SECONDARY WATERSHED
M DD 0, M f0 M CO M a0 ~M NCO MM X00 Na ~N t0 d'~ ~,D ,~..N M.: MO M~ N N N M lf1 ~ ~ CO ~ M ~ ~ N ~ ~ ~ STEWART-PROCTUR, PL,LC ~r .~-f0 NO ~N ~ l Mui Nrri _ _
N NN i'N yN .rN ~N ~N ^ni '"ni x-01 r00 SOD ~n ~r (0 pf0 nfD
srd eta mod, e}:;: r 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 v t v 4" v v ~ a d& tNGINtLHING and SURVEYING
319 CHAPANOKE ROAD SUITE 106 1~ s p
RALEIGH, NC 27603
19+00 20+00 21+00 22+00 TEL. [phone] FAX [phone]
50 25 50 100 DATE 05-08-08 SURVEYED BY JOB
=mini OWNER; R. KIRK LEONE BUILDERS SCALE 1"=50' DRAWN BY
SCALE 1 50' 5832 CARRIAGE FARM DRIVE DWG NO
RALEIGH, N.C. 27603
PHONE # [phone] REVISIONS; 07-02-08

5 'RIGHT 0 WAY
22 PAVEMENT 6 6 6 6
CL LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE 11 11
fT. ~ 2" I-2 PIPES AND EROSION CONTROL DEVICES MAY VARY
,~,.,.t/~ PER ,~,~R TO BETTER CONFORM TO FIELD CONDITIONS. ~ ~•1 PER Fr, ,L,1 ~
o,. " o. 1 P ~ n 8 ABC ~ TEMPORARY MATTING SCHEDULE
CUT CUT
ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF CITY STA. 10+40 LEFT SIDE L-1 TO STA. 16+00.21 L-1 INV. PIPE A
OF RALEIGH. THE CONTRACTOR STA. 16+00.21 LEFT SIDE L-1 INV. PIPE A TO STA, 17+69.99 L-1 INV. PIPE B
RESIDENTIAL STREETS SHALL OBTAIN A COPY OF THESE STANDARDS TYPICAL CROSS SECTION PRI R T T STA. 19+26 LEFT SIDE L-1 TO ~ STA, 17+69.99 L-1 INV. PIPE B STA. 21+77 RIGHT SIDE L-1 TO STA. 20+03 L-1 BEGINNING OF ENKA MAT
0 0 CONS RUCTION. NTS STA. 10+91 LEFT SIDE NATIVE DANCER DR. TO STA. 12+12.20 INV. PIPE A
STA. 10+46 RIGHT SIDE NATIVE DANCER DR, TO STA. 12+12,20 INV. PIPE A
IMPACT SI IMPACT SITE #3 ENKA MATTING SCHEDULE (PERMANENT}
LINE LINEAR FEET OF STREAM 140 LF STA. 20+03 RIGHT SIDE L-1 TO STA. 17+69,99 L-1 INV, PIPE 6
1 VAR. STR STREAM IMPACT AREA .01 AC.
A N ouwER SEE SHEET 6 FOR WE 1 WETLAND IMPACT AREA .29 AC.
~TM C-4 NATIVE DANCER OR. k L-1 INTf ~l+•/fr P! STA. 10±35N14 - INTERIOR BUFFER AREA (ZONE 1) 6,032 SF
~ ~ - 50~ PUBLIC R W _z,~ ~ - 14'33 51 X T XTERIOR BUFFER AREA (ZONE 2) 2,490 SF
R = 275.00' --~e.u~c -~sz T = 35.14' CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA STORAGE BASIN SIZE WEIR
BASIN AREA (Ac.) Ac. REQUIRED REQUIRED PROVIDED L x W x D LENGTH
L - 69.90 SHOUl.OER SECTION CB #1 9.26 0.60 1,0$9 cf 10,665 cf 21,756 cf 14Tx74'x3' 23'
~ ~ry ~ 30' CCE EA MENT 3 X 50' CB #2 0.50 0.50 908 cf 944 cf 1,936 cf 44'x22`x3' 10' D SI ATOR PAD CB #3 2.10 0.50 908 cf 2,705 cf 5,476 cf 74'x3Tx3' 10'
DRIVEWAY TURNOUT GRADES o~+ 0
~ , ~o' ~ SEE SHEET 6 FOR VE DANCER ,2 0 c~ NATI R tt+o _ ~ CB #4 0.89 0.55 999 cf 1,412 cf 2,916 cf 54'x2Tx3' 10'
~ ~ L-1 ~ O 11+00 i..~___- - INSPECT BASINS AFTER EACH RAINFALL OCCURANCE
N ' PUBLIC R W o 50 / LEGEND z - d I - DEPTH WILL INCLUDE 1' FREEBOARD
Q O R `4G PR TE I TO LOTS 5 AND B O BASINS ARE TO BE CLEANED AS NEEDED ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
UBtIC R ~3 'P q pP ~ STORM SEWER PIPE Q o ~"S INTO AN EROSION CONTROL DEVICE
WWti in PT 1 43. Ozm ~ . D STORM SEWER -PIPE CHART
DIVERSION DITCH Q ~ ~ DISSIPATOR OESIGN ~ - PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT SIZE
maa rn cry= I SILT FENCE ~ m t 0 0 0 b' 16 SIZE AREA ~CFS FEET % IN OUT LEFTTH WFTH 050 LINING
6~l ~ rom Q: ~ Ac
GRAVEL CONSTRUCTION ENTRANCE ~ OR ~ ~ ~ R.~s :;f;~;:;T:::::..:::
~ g F rn ao o~ . ~ ~ 30' ACCESS EASEMENT A 30" RCP 9.27 29.32 60 5.00 412.0 409.0 25.0 7.5 23" 36" CLASS 2 (2) 10 RCP 460 1415 60 1.00 399.5 398.5 63.0 38,0 23" 36" CLASS 2
r SEE ~ ~ o ~ ~ 0 CUSTOM BASIN a .1 0 ~ ~ W/HEADWALL
1- R ~W ~ ~g~,1C C (2) 10' RCP 420 1292 60 1.00 403.0 402.5 50,0 36,0 23" 36" CLASS 1
-TPP-- TREE PROTECTION FENCE 50 P ~ 7.5 2 ~ O W/HEADWALL
SEE SHEET 6 FOR ~ ~ DI PA P . LIMITS OF DISTURBANCE
L-1 1by
2 50 PUBLIC R/W DISSIPATOR PAD
5
'bti
10' DIAMETER PIPE
CUSTOM 20 PAVEMENT 4' IMPACT SITE 1t1 BASIN t
4 # N CL ,
10' 1 LINEAR FEET OF STREAM -
5 4" PER fT' 1 ~2" I-2 - ~ ~'Pf STREAM IMPACT AREA PER , , R ~ 430
' ' WETLAND IMPACT AREA 0.06 ACRES ERISSMlO GROUND
'~1'1• 8" ABC P ~ INTERIOR BUFFER AREA ZONE 1 - q 1 STA = 11+60.19 '
~ CUT PVl STA = 11+60 cur 428 ®EXTERIOR BUFFER AREA ZONE 2 - ~ ) w
PVI ELEV = 416.1 JI ELEV = 416.66 ~ PIPE BURIED 2' FDR M~Aw~N~NA~tuRAl
PRIVATE DRIVE TO SERVICE LOTS 5 AND 6 p ~r, s o A.o. = 2.00 O ~ AWATIC UFE PASSAGE AM N101H A.D, = 2.00 NcooT sTANOAROS, N
TYPICAL CROSS SECTION SF K = 45.00 K = 45.00 w
NTS W 424 Gig V1
>m 90,00' VC m 90, 00' VC w w
422 ~ ' • . ~ \ 420
` 0q
420 ~ 418 ,
• ~ .00
418 ~ T 416

~ ~ 416 ° 414
- -~V c
o S Z 414 ` oa 412
J ~°Nn
N' 4 w NM 412 - °
410 W HEAOWAL - wQNd' i~ ~ ~
m d a F-Z~ 410 ? • j INV. OUT = 02.5 JZF w 408 = ~
UQN~ - a
408 406 J - Z 0
Z DISSIPATOR U ~p
rN La=50 406 404 n - a
twn o 23" CLASS 1 STONE MuNTA1EN NAtuuRAOI z + UTILITY INSTALLATIONS AND OTHER PUBLIC
w cc ~ 404 402 FACILITIES INCLUDING SIDEWALKS AND HANDICAP
Z j EP I E P ~ H~ ~ DAROS ° ~ ASMSPECIF ED B 8 CITYON ODE.CTHESENFA LI T TREETS
C LI IES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
402 v ~ w 400 AND SHALL BE SO INSTALLED UNLESS A CHANGE
DATUM ELE'V IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
400.00 398 SANITARY SEWER EASEMENT5 ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE,
oa ,gut or a° ~,o
~u) Nd' ~M N N 6 N~ Nd' NN AGO TRANSPORTATION SERVICES
vN ~N ~N vN DATUME ~ ~ ~ 395.00 PUBLIC UTILITIES
O n op co rT m rn Nr~ ~I~ ~N X00 ~ ~ o rn ~ CONSERVATION ENGINEER
10+00 11+00 12+00 p ~ p ~ O 'd' d• d• ~ ~ a~ ~ ~ O~ o ~ r ~ PLANNING
10+00 11+00 12+00
ROADWAY PLANS FOR SHEET 7
BAILEY'S LANDING
qµ CAq~'~~,
~Q''~ESSi''~~ti,~''• PHASE III ?.~e4fr Oti',9
. . ;4 SEAL ~r
34374 SWIFT CREEK TOWNSHIP NORTH CAROLINA
- .F ~ •
'.y , ~N~'• ~~c•• WAKE COUNTY
~i~ ~~~p~j~J P.I,N. 0782-16-5306
' ' si(x~ R-R WITH 0782=15-2470 ZONED 0782-15-4379
SECONDARY WATERSHED
`~7/oz~aS ST~WART-PROCTOR, PLLC
LIVUIIVCLISIIVh ana JUMVLTINU
319 CHAPANOKE ROAD SUITE 106
50 25 50 100 RALEIGH, NC 27603 TEL. [phone] FAX [phone]
SCALE 1"= 50' ' DATE 05-08-08 SURVEYED BY JOB
OWNER; R. KIRK LEONE BUILDERS SCALE 1"=50' DRAWN BY
5832 CARRIAGE FARM DRIVE DWG. NO.
RALEIGH, N.C. 27603 PHONE # [phone] REVISIONS; 07-02-08

Rush Juncus spp.
k
Y Family: Juncaceae Rush Family
Habit: Annual or perennial (mostly perennial and reproduce by rhizomes) grass-
like rushes of wet areas, forming dense clumps. Upright, cylindrical, hollow,
r glabrous stems are usually pale or bright green and needle-like.
Leaves: In some species, leaf blades are absent but brownish-red leaf sheaths that
open vertically are found near the base of the stems. Needle-tike stems are cylindrical or flattened.
Inflorescence: The inflorescence contains a panicle of numerous small flowers on
pedicels of varying lengths. A bract which is indistinguishable from other stem tips.
occurs above the flowering stems.
Habitat: Forms large clumps along the edges of ponds, lakes, marshes and wet
fields.
Field characteristics: Clumps ofneedle-like stems with the inflorescence emerging from near the top of
River birch B etula nrgra L the needle-like stem Two common species of rush that are fairly widespread throughout NC include J.
efJusus and J, coriaceus, J. eff'usus is the most characteristic rush inland and may form marshes many acres
Family: Betulaceae Birch Family in size.
Habit: Deciduous, medium sized tree Wetland Indicator Status: FACW-OBL
up to 30 m, with curly papery bark, peeling horizontally.
Leaves: Alternate, doubly serrated,
triangular or ovate leaves, 4-8 cm long
16 00 Leaves contam 7A sd~a>ght veins on
each side of leaf.
Flowers/fruit: Male flowers are
droo in catkins f Il p g and emale flowers ~
are in atone-like catkin. ~
15
Habitat: Flood plams, river and '0 ~
stream backs in dee soil. Found ~ ~ P
statewide, but most common in the 1 / 1 piedmont and coastal plain, ~
k' Field characteristics: Peeling bark and triangular leaves distinctive. Younger trees have rusty colored bark, 'r Wax-myrtle Myrica cerifera
while older bazk is darker. River birch often has several main trunks and thin twigs. ~ L.
C C~
Wetland Judicator Status: FA ~ ~ ~ • • • CW Family: Myricaceae Baybeny Family

~ Habit: Evergreen shrub or small tree to 7
m.
Leaves: Alternate, narrowly elliptic,
oblanceolate leaves with a few serrations
from the middle of leaves toward leaf tips.
- , Leaves are thick and have yellow resinous
glands on both undersides and top surface of leaves.
Flowerslfruit: Male and female flowers
SITE 1 • # are on separate shrubs. The male shrubs
• + 0.06 ACRES produce catkins in the spring and the
NDSCAPING DETAILS LA female shrubs have oval, white waxy
fruits.
.REPLACE LANDSCAPING WITH EXISTING CONDITIONS Habitat: Low ground, salt or brackish
PUCE sHRUBS 20' MART As INDICATED DN PLAN marshes, pine savannas, flatwoods, swamps, uplands chiefly in the coastal plain and also in the piedmont.
--sET JoP of RooT BAu GROUND, SET TOP OF BAU T•-Z ABOVE fINIS1IED GRADE
FU19M WiH /NISNED ORAD4 Field characteristics: Asimilar species M. heterophylla has resinous dots on leaf surface only. Leaves are
BACNRl4 AMEND TOP B" 2-4' fINE TE%TURED ORO+WIC NULCH- BY INCORPORATING 1~-1,6' DO NOT PLACE AGAINST TRUNK COMPOSTED GROlR~O BARK ANIER GROTM PLANT- i aromatic when crushed. Berries are used for scents and candles.
OR O1NER SUITABIt CROANIC PULL RODTS OUT OF BALL
~111~A NDR PROVN)E TOPSOIL OR CUT StN3 ~ IN MIMUM Or SDk PEDESTAL UNDISTURBED NVMIC NATTER. , Wetland Indicator Status: FAC+
, , n
q~ i~'~~ : ^ 1Z' DEEP-CUL11YA1E ENTIRE . ; ,I, , . PLANTING AREA AS SRN1E BED ' EAK UP MNEN PLANIINC NULIIPLES
Tl~o PIT (MGR 4DEE~ iN RAH arr
;~j UR B PI,~TI~{; DETAIL
NOt TO SCALE ~`~,w
. i~ TYPICAL V' -CHANNEL EDGE FOR SHRUB PLANTIWC BED ALL MULCHED PLANTING AREAS
A• MULCH AS SPECIFIED FDJISNED LANtI 8" - 6" RAISED SOIL BED
n T VATH Sql ADgTI~ES. SEE V -CHANNEL EDGE Q AIL NOTES 3 d: B, THIS SHEET,
NOT TO SCALE
2 C T AILS TYPI AL PLAN ING DET
H.LP NOT TO SCALE
DO NOT REMOVE LEADER
TREE LEGEND PRUNE ONLY 7b AEM01E ANY BROKEN.
~~R°NVRro° r`~'oRN°ANO°a+R W/IN11TY S1fM80L NAME OF TREE; 00 NDT PRUNE TO REDUCE
`A~'0P'` ~ "RIVER BIRCH" BETULA NIGRA
SET RoDT FLARE s•-s• ABOVE 8 SIZE: 4" CAL. MULTI-STEM FMIISNto GRADE /
cuT ?~m RENO my ,/~T oP RwE SPACING: AS SHOWN (20') BASKE ~ NAN NN TOV /2 OF DWQ REVEGETATION PLAN FOR SHEET 38
BURLAP: REM01t Au CORD # TRINE "WAX-MY T " Y FROM BASE OF TRWAf; ~ NoN- R LE M RICA CERIFERA OE~ABLE MRM x usED, REMOVE 8 • SIZE: 3' TALL 2-3' DIA.
To ALL , BIALT-uP EARTH SAUCER AT EDGE SPACING: ASH SHOWN (20') BAILEY'S LANDING
OF ROOT BALL 2-P FRIE tE%NRED gtCANIC MULCH- n n
MR+NIUM FROM TRUNK (Dp NOT PLACE RUSH JUNCUS „ ULCH RI CONTACT NITN TREE TRUNK. • a`' Q?'~H ~ApO PHASE III :OF ~Dy 9 • '••E8S ~'~y,,''s
';M• o""M~0 B"a`F~` AI I G .06 ACRES SIZE: GRASS N3' TALL '^a;5• BREAK uP EDGE of PLANTING PIT (REM N N 0 ) , SPACING: AS SHOWN
TAMP ~p~, SOLtILY AROUlq BASE Of ROOT BALL. i 4 SEAL 'r
Spl PEDESTAL UNDISTURBED s 34314 ~ c SWIFT GREEK TOWNSHIP NORTH CAROLINA
ac woE sHAUOw PLANnec Noll YdDiH . 3 % Ng1N of ROOT BALL ~•Sy~, M~Q•'~~ WAKE COUNTY ~ p.I,N, 0782-16-5306
TREE P~,ANTING DETAIL NOT 1D SCALE 4'a,, ~ ~ 0782-~5-2a7o
~ i~ ZONED R-R WITH 0782-15-4379
c SECONDARY WATERSHED
STEWART-PROCTOR, PLLC
n~ /d CAI/'4AI~C~iAI/'+ n~in~irvnin /
SOURCE 0 SOURCE OF PLANTING MATERIAL TO BE: L. IVVIIVGCRIIVU U I I U JUR YL 111'4U 319 CHAPANOKE ROAD SUITE 106
CAMPBELL 2816 CAMI CAMPBELL'S GREENHOUSE RALEIGH, L. 9 NC 27 55 3 FAX [phone]
2816 CAMPBELL ROAD
RALEIGH, I` RALEIGH. NC 27606 OWNER; DATE 05-08-08 SURVEYED BY JOB
(919) 851- [phone] R. KIRK LEONE BUILDERS SCALE 1"=20' DRAWN BY 5832 CARRIAGE FARM DRIVE DWG, X10
RALEIGH, N.C. 27603 PHONE # [phone] REVISIONS: 06-24-08 LK-TRYON3-PRE